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EP3145633A1 - Multiple element support beam - Google Patents

Multiple element support beam

Info

Publication number
EP3145633A1
EP3145633A1 EP15726903.6A EP15726903A EP3145633A1 EP 3145633 A1 EP3145633 A1 EP 3145633A1 EP 15726903 A EP15726903 A EP 15726903A EP 3145633 A1 EP3145633 A1 EP 3145633A1
Authority
EP
European Patent Office
Prior art keywords
support beam
vessel
reactor
elements
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP15726903.6A
Other languages
German (de)
French (fr)
Inventor
Peer Thaarup Kjeldgaard CLAUSEN
Kunal Dinesh SHAH
Klaus Risbjerg Jarlkov
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Topsoe AS
Original Assignee
Haldor Topsoe AS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Haldor Topsoe AS filed Critical Haldor Topsoe AS
Publication of EP3145633A1 publication Critical patent/EP3145633A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J8/00—Chemical or physical processes in general, conducted in the presence of fluids and solid particles; Apparatus for such processes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00—Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/30—Loose or shaped packing elements, e.g. Raschig rings or Berl saddles, for pouring into the apparatus for mass or heat transfer
    • B01J19/305—Supporting elements therefor, e.g. grids, perforated plates
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00—Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/32—Packing elements in the form of grids or built-up elements for forming a unit or module inside the apparatus for mass or heat transfer
    • B01J19/325—Attachment devices therefor, e.g. hooks, consoles, brackets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J8/00—Chemical or physical processes in general, conducted in the presence of fluids and solid particles; Apparatus for such processes
    • B01J8/02—Chemical or physical processes in general, conducted in the presence of fluids and solid particles; Apparatus for such processes with stationary particles, e.g. in fixed beds
    • B01J8/0242—Chemical or physical processes in general, conducted in the presence of fluids and solid particles; Apparatus for such processes with stationary particles, e.g. in fixed beds the fluid flow within the bed being predominantly vertical
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/28—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of other material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • E04B7/045—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls with connectors made of sheet metal for connecting the roof structure to the supporting wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J2208/00—Processes carried out in the presence of solid particles; Reactors therefor
    • B01J2208/00796—Details of the reactor or of the particulate material
    • B01J2208/00884—Means for supporting the bed of particles, e.g. grids, bars, perforated plates

Definitions

  • Catalyst support beams have a ubiquitous use in industrial processes, ranging from reactors to distillation and ab- sorption columns. Often, for example in hydroprocessing reactors, they are massive structures with a thickness of 10- 20 cm. The length and height vary with the vessel diameter and function of the support beams. Lengths up to at least 6 meters are seen in practice which results in heavy beams which are hard to handle and install.
  • the massive metal beams are manufactured by means of cut ⁇ ting metal plates.
  • metal plates of the required thickness are not readily available as very few manufactur- ers supply them, which results in high prices and high de ⁇ livery and manufacturing times.
  • a support beam which is easier to handle during installation.
  • a support beam which presents less requirements to production process equipment and thus can have a faster delivery times and lower prices.
  • a vessel support beam comprising two or more beam elements wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam elements are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface.
  • each support beam is constructed of at least two beam elements which each may have smaller dimensions than the traditional support beam. Due to the smaller size of the beam elements the production can be carried out by simpler means and a faster process rendering the production of the present support beam faster and potentially less costly compared to known beams.
  • Each support beam can comprise two, three or more beam ele ⁇ ments.
  • the beam elements may be of equal width or they may be of different width.
  • the support beam may comprise two beam elements which are substantially symmet ⁇ ric and have the same width.
  • Another example is a support beam comprising a central beam element of one type sand ⁇ wiched by two beam elements of a second type.
  • the beam elements are placed adjacent to each other and the surfaces between two elements are preferably pressed against each other so that forces can be transferred from one to the other beam element.
  • the support beam comprises means for locking at least two of the beam elements together in order to keep them stabilized and fixed together when installed in the reactor .
  • the means for locking the beams together com- prises through going holes in the beam elements and con ⁇ necting means for passing through said through going holes.
  • Such a setup with holes/through going means provides a simple but highly effective way of locking the beam elements together as the locking means can be used to fixate the el- ements in several dimensions as well as be used to pull the elements together if necessary.
  • each of (or some) of the connecting means are longer than the distance between the first and second long side surface in an ini ⁇ tial configuration of the reactor support beam.
  • the locking means may be arranged to allow for small changes in width, length and/or distance between the beam elements. Such changes in shape may be caused by the tem ⁇ perature changes during start-up and operation of the ves ⁇ sel/reactor. Small difference in deflections between the two beam elements may also be caused by uneven load distri ⁇ bution between the two beam elements.
  • the locking means may be evenly distributed across the beam elements or be ar- ranged in specific areas of the beam.
  • the locking means e.g. in form of through going holes can be arranged at least in the centre section of the long sides of the beam elements as this can be where the deflections of the beam elements can be most pronounced.
  • the locking means can be a bolt and nut setup, rivet or e.g. clamping means.
  • the locking means may be of a single type or of different types used in combination.
  • One or more of the beam elements may comprise means for fastening to and/or supporting in a vessel in order to arrange the support beam in the vessel.
  • the beam elements can comprise means for supporting the support beam on a vessel support ring.
  • the support beam may be mechani- cally fixed and/or alternatively simply rest on one or more structures such as the vessel support ring.
  • the beam elements constituting a support beam may be of the same or different types. At least one of the beam elements can be massive. Massive beam elements may provide a high degree of stability to the support beam as well as they may be simple to manufacture. In combination with or alterna- tive to massive beam elements, beam elements may have one or more sections with reduced material density or thick ⁇ ness. Such beam elements with varying density and/or thickness may provide a high degree of stability while adding less mass to the support beam.
  • the top sides of the beam elements together form a vessel support beam top surface.
  • lower sides of the beam elements together form a vessel support beam lower surface.
  • the top sides of the beam elements may be flush or they may be in different levels or form an at least partly sloping support beam top surface.
  • the lower support beam surfaces may form a flat support beam lower surface or a stepped or at least partly sloping lower surface.
  • the support beam may comprise cover means for covering at least part of the vessel support beam top surface and/or at least part of other surfaces.
  • the cover means has the func- tion to prevent catalyst particles and debris to get stuck between two adjacent beam elements and thus exercise a sep ⁇ arating force between two adjacent beam elements.
  • the material of the support beam may be selected based on temperature and environment. For non-corrosive environment low-alloy or even CS can be chosen. For corrosive environment stainless steel grades are typically used but also more noble materials can be used. For some cases it can be beneficial to use a CS/low alloy base material as stress bearing part and use a cladding by mean of weld-overlay or metal sheet cover which will pro- tect the base material from the hazardous environment. In case of the metal sheet cover it could be made as with a final cover which is seal-welded during installation on the top and bottom of the beam assembly.
  • the support beam may form part of a catalyst support system arranged to hold various types of catalyst supports. I.e. the support beams may form together with support grids or cover panels of other means a support structure for one or more catalyst beds.
  • Typical Temperature range during working conditions in a vessel such as a reactor can go from 200° up to 500°C, such as below 460°. In some applications the standard working range may be 250 - 454 °C. In some embodiments for example in some cases of absorption, the temperature may be lower than the above temperature intervals, such as around Room temperature, down to 0°C, or even down temperatures rele ⁇ vant for processes including liquid nitrogen i.e. tempera- tures in the lower range may be from 0 - -200°C.
  • the dimension of a support beam can range from 1 to 10 me ⁇ ter in length, such as 2 - 6m in length, 2 to 40 cm in thickness, such as 10 - 30cm° in thickness, and/or between 10 to 100 cm in height such as 20 - 70cm in height, but not limited to this.
  • the design load for the catalyst support system can range from 2 to 15 bar, but is not limited to this.
  • the support beams may be arranged to carry a heavy load.
  • the support beams may for example carry the weight of one or more catalyst support modules or similar structures, each modules for example weighing 100 - 500kg.
  • Each beam may carry the weight of 1, 2, 3, 4, 5, up to 10, 12 or more of such modules.
  • the present support beam may for ex- ample be arranged to each support from a one or a few hun ⁇ dred kilos to several tons, such as from 300 - 4000kg.
  • the present support beams are of a kind which often must carry a high and in some setups uneven weight load.
  • the beams may be installed in a vessel with an aggres- sive environment (depending on the composition and/or pressure of the reactants and/or atmosphere in the vessel) .
  • the present beams may often be used in vessels wherein the temperature may be varied and/or wherein the temperature may be elevated to high temperatures for pro- longed periods of time.
  • mounting or de ⁇ mounting of the support beam or parts of the support beams elements may be performed without any tools.
  • the fixing means for fixing is a quick re ⁇ lease.
  • quick release a fixing means which can fix a plate element to the base elements or to other plate elements, or to both a plate elements and the base elements without using tools or at least only using simple tools and without using much time.
  • the quick release ele ⁇ ments may be specially designed for the application in question.
  • the quick release may for instance be in the form of a knee joint element, an eccentric, a wedge element, a screw and nut element, a screw and wing nut element or any of the mentioned elements in combination with a keyhole and bolt element.
  • the quick release elements may be equipped with lever. Parts such as end zones of the support beams and/or beam elements may be truncated or rounded in order to achieve a beam/element which can be handled in a confined space such as inside a reactor or other type of vessel.
  • the present support beam may be completely or partly assem ⁇ bled before installation in the vessel.
  • the various parts of the support beam may be assembled inside the vessel whereby the present invention allows the assem- bly and installation of support beams in vessels which are not practically and/or easily accessible to traditional beams .
  • One or more of the present support beam may be arranged for example in reactors, distillation or absorption towers, or other types of equipment.
  • the reactor may for example be a hydroprocessing reactor, a methanol or ammonia reactor.
  • Support beams are ubiquitous in industrial processes. For example they are used in distillation or absorption towers, in various processes, such as in refineries, CO 2 absorp ⁇ tion, methanol absorption, etc.
  • Fig. 1 shows a reactor section 1 arranged with four support beams 2.
  • the reactor section has a roundgoing reactor support ring la (please note that it could also be resting on support brackets instead of a heavy support ring) on the inner surface on which the support beams are resting.
  • Two support beams 2a are arranged to be fixed off centre in the reactor and two support beams 2b are arranged to be fixed in the centre region of the reactor.
  • Each support beam com- prises two beam elements 3 and locking means 4 in form of a bolt and nut system.
  • Each support beam/element also com ⁇ prises means for lifting 5 the assembled beam and/or indi ⁇ vidual beam element. In the present example these means for lifting are simple through going holes, but could also e.g. be loops.
  • Each beam element is arranged with means for sup ⁇ porting in relation to the reactor in form of a protruding section 6 in each end of the beam element.
  • the support beams 2 are arranged to support a number of catalyst grids (not shown) by a long going low shoulder 7 arranged near the lower surface of the support beams.
  • Fig. 2 shows a beam element 3 arranged to form part of a support beam arranged off centre in the reactor.
  • the beam element 3 is arranged to form a support beam together with at least one, two or more other beam elements of similar or different type.
  • the intended position in the reactor results in that the protruding flaps 6 has an angle of more than 90deg with respect to the long side 8a having the shoulder 7.
  • the end side 9 is an- gled in order for the protruding flap and end side to best possibly follow the curvature of the inner reactor wall (not shown) and rest on the reactor support ring.
  • Fig. 3 shows a beam element 3 arranged to form part of a support beam fixed in the centre region of the reactor.
  • the intended position in the reactor re ⁇ sults in that the protruding flaps 6 has an angle of ap- proximately 90deg with respect to the long side 8a having the lower shoulder 7.
  • the end side 9 is only slightly angled in order for the protruding flap and end surface 9 to best possibly follow the curvature of the in ⁇ ner reactor wall (not shown) .
  • Fig. 4a shows a cross section of a support beam 2 having two beam elements 3 and a though going locking means 10 in form of a simple bolt 10a and nut 10b.
  • the distance between the first and second long side surface 8 is indicated by D.
  • Fig. 4b shows how the effective length L of the locking means is defined.
  • the two beam elements are arranged parallelly with one long side of one beam element facing a long side of the other beam element thereby defining a contact plane P.
  • the surface normal N of one, two or more contact planes P in a support beam according to the present application is preferably perpendicular or at least substantially perpen- dicular to the gravity indicated by arrow g when arranged in a vessel such as a reactor.
  • Fig. 5 shows a support beam 2 having two beam elements 3 each having a top side 11a which together form a support beam top surface 11.
  • the top surface 11 is covered by a simple cover 12 in form of a bend metal sheet.
  • Fig. 6 shows an embodiment of a support beam comprising three beam elements of a first 3a and second 3b type. The second type here being thicker than the first type.
  • Fig. 7a - 7c shows three exemplary setups of support beams.
  • Fig. 7a shows a slightly exploded view of an embodiment with a partly hollow centre beam element 3a.
  • Fig. 7b shows a support beam where the top sides of the beam elements are not in the same level forming a stepped support beam top surface 11.
  • Fig. c shows an embodiment with not identical first 3a and second 3b beam element, wherein the cover 12 is an integrated part of the first beam element 3a.
  • Fig. 8 shows how one type of beam element is used as base material/stress bearing part onto which a cladding 13 in form of an weld-overlay or metal sheet cover which will protect the base material from the hazardous environment is added.
  • the metal sheet cover it could be made as with a final cover 12 which is seal-welded during installa- tion on the top and bottom of the beam assembly.
  • the clad ⁇ ding can be the same on all four surfaces, may cover only one or more surfaces or alternatively one or more surfaces may be covered by a metal sheet cover while one or more surfaces are covered by a weld overlay.
  • Fig. 9 shows how two beam elements are arranged in a U shaped clamp 14.
  • One or more U shaped clamps may be ar ⁇ ranged at one or more points along the length of the sup ⁇ port beam, for example the U clamps can be arranged at or near the reactor wall to support the support beam.
  • the U shaped clamp may additionally or alternatively be used as locking means holding the beam elements together.
  • the U shaped clamp forms part of support means supporting the beam elements e.g. near the beam wall the U clamp may be used to assist the assembly of the support beam as the beam elements may be slid into the U clamp one by one thereby both holding the beams elements together and sup ⁇ porting them from below.
  • the U clamp (s) may be releasable or permanently attached to the support beam, reactor wall and/or reactor support ring etc.

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  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Thermal Sciences (AREA)
  • Electromagnetism (AREA)
  • Fluid Mechanics (AREA)
  • Composite Materials (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)
  • Devices And Processes Conducted In The Presence Of Fluids And Solid Particles (AREA)

Abstract

The present application relates to a vessel support beam comprising two or more beam elements wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam elements are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface.

Description

Multiple element support beam
Catalyst support beams have a ubiquitous use in industrial processes, ranging from reactors to distillation and ab- sorption columns. Often, for example in hydroprocessing reactors, they are massive structures with a thickness of 10- 20 cm. The length and height vary with the vessel diameter and function of the support beams. Lengths up to at least 6 meters are seen in practice which results in heavy beams which are hard to handle and install.
The massive metal beams are manufactured by means of cut¬ ting metal plates. However, metal plates of the required thickness are not readily available as very few manufactur- ers supply them, which results in high prices and high de¬ livery and manufacturing times.
The result is that the price and delivery time of a beam is not linearly dependent upon the thickness, the dependence is rather exponential.
In addition, for large vessels, the dimensions of the beam are such that steric hindrances give limitations to design and installation methods.
Thus there is a need for new designs for vessel support beams which reduce these disadvantages while providing at least the same structural stability and long term reliabil¬ ity as known solutions.
In a first aspect of the present invention is provided a support beam which is easier to handle during installation. In a second aspect of the present invention is provided a support beam which presents less requirements to production process equipment and thus can have a faster delivery times and lower prices.
These and other advantages are provided by a vessel support beam comprising two or more beam elements wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam elements are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface. Thus each support beam is constructed of at least two beam elements which each may have smaller dimensions than the traditional support beam. Due to the smaller size of the beam elements the production can be carried out by simpler means and a faster process rendering the production of the present support beam faster and potentially less costly compared to known beams.
Each support beam can comprise two, three or more beam ele¬ ments. The beam elements may be of equal width or they may be of different width. For example the support beam may comprise two beam elements which are substantially symmet¬ ric and have the same width. Another example is a support beam comprising a central beam element of one type sand¬ wiched by two beam elements of a second type. Thus the pre- sent support beam further enables simple but effective pos¬ sibilities for designing highly specialized support beams comprising beam elements designed to optimize stability, dimensions, weight etc. in ways not possible in existing support beams. The applicant has shown that the support beams according to the present application fully satisfies requirements to lifetime, stability, safety and reliability which are key parameters in the field of vessel internals which field for the same reasons traditionally relies on well-known setups which has proven reliable over time.
The beam elements are placed adjacent to each other and the surfaces between two elements are preferably pressed against each other so that forces can be transferred from one to the other beam element.
Preferably the support beam comprises means for locking at least two of the beam elements together in order to keep them stabilized and fixed together when installed in the reactor .
For example the means for locking the beams together com- prises through going holes in the beam elements and con¬ necting means for passing through said through going holes. Such a setup with holes/through going means provides a simple but highly effective way of locking the beam elements together as the locking means can be used to fixate the el- ements in several dimensions as well as be used to pull the elements together if necessary.
In several embodiments the effective length of each of (or some) of the connecting means are longer than the distance between the first and second long side surface in an ini¬ tial configuration of the reactor support beam. This means that the locking means may be arranged to allow for small changes in width, length and/or distance between the beam elements. Such changes in shape may be caused by the tem¬ perature changes during start-up and operation of the ves¬ sel/reactor. Small difference in deflections between the two beam elements may also be caused by uneven load distri¬ bution between the two beam elements.
Depending on the overall vessel setup the locking means may be evenly distributed across the beam elements or be ar- ranged in specific areas of the beam. The locking means e.g. in form of through going holes can be arranged at least in the centre section of the long sides of the beam elements as this can be where the deflections of the beam elements can be most pronounced.
For example the locking means can be a bolt and nut setup, rivet or e.g. clamping means. The locking means may be of a single type or of different types used in combination. One or more of the beam elements may comprise means for fastening to and/or supporting in a vessel in order to arrange the support beam in the vessel. For example the beam elements can comprise means for supporting the support beam on a vessel support ring. The support beam may be mechani- cally fixed and/or alternatively simply rest on one or more structures such as the vessel support ring.
The beam elements constituting a support beam may be of the same or different types. At least one of the beam elements can be massive. Massive beam elements may provide a high degree of stability to the support beam as well as they may be simple to manufacture. In combination with or alterna- tive to massive beam elements, beam elements may have one or more sections with reduced material density or thick¬ ness. Such beam elements with varying density and/or thickness may provide a high degree of stability while adding less mass to the support beam.
In some setups the top sides of the beam elements together form a vessel support beam top surface. Similarly lower sides of the beam elements together form a vessel support beam lower surface. The top sides of the beam elements may be flush or they may be in different levels or form an at least partly sloping support beam top surface. Similarly the lower support beam surfaces may form a flat support beam lower surface or a stepped or at least partly sloping lower surface.
The support beam may comprise cover means for covering at least part of the vessel support beam top surface and/or at least part of other surfaces. The cover means has the func- tion to prevent catalyst particles and debris to get stuck between two adjacent beam elements and thus exercise a sep¬ arating force between two adjacent beam elements.
The material of the support beam may be selected based on temperature and environment. For non-corrosive environment low-alloy or even CS can be chosen. For corrosive environment stainless steel grades are typically used but also more noble materials can be used. For some cases it can be beneficial to use a CS/low alloy base material as stress bearing part and use a cladding by mean of weld-overlay or metal sheet cover which will pro- tect the base material from the hazardous environment. In case of the metal sheet cover it could be made as with a final cover which is seal-welded during installation on the top and bottom of the beam assembly.
The support beam may form part of a catalyst support system arranged to hold various types of catalyst supports. I.e. the support beams may form together with support grids or cover panels of other means a support structure for one or more catalyst beds.
Typical Temperature range during working conditions in a vessel such as a reactor can go from 200° up to 500°C, such as below 460°. In some applications the standard working range may be 250 - 454 °C. In some embodiments for example in some cases of absorption, the temperature may be lower than the above temperature intervals, such as around Room temperature, down to 0°C, or even down temperatures rele¬ vant for processes including liquid nitrogen i.e. tempera- tures in the lower range may be from 0 - -200°C.
The dimension of a support beam can range from 1 to 10 me¬ ter in length, such as 2 - 6m in length, 2 to 40 cm in thickness, such as 10 - 30cm° in thickness, and/or between 10 to 100 cm in height such as 20 - 70cm in height, but not limited to this.
The design load for the catalyst support system can range from 2 to 15 bar, but is not limited to this.
The support beams may be arranged to carry a heavy load. The support beams may for example carry the weight of one or more catalyst support modules or similar structures, each modules for example weighing 100 - 500kg. Each beam may carry the weight of 1, 2, 3, 4, 5, up to 10, 12 or more of such modules. I.e. the present support beam may for ex- ample be arranged to each support from a one or a few hun¬ dred kilos to several tons, such as from 300 - 4000kg.
Thus the present support beams are of a kind which often must carry a high and in some setups uneven weight load. Also the beams may be installed in a vessel with an aggres- sive environment (depending on the composition and/or pressure of the reactants and/or atmosphere in the vessel) . Furthermore the present beams may often be used in vessels wherein the temperature may be varied and/or wherein the temperature may be elevated to high temperatures for pro- longed periods of time.
In some embodiments of the invention, mounting or de¬ mounting of the support beam or parts of the support beams elements may be performed without any tools. This may be accomplished if the fixing means for fixing is a quick re¬ lease. By quick release is understood a fixing means which can fix a plate element to the base elements or to other plate elements, or to both a plate elements and the base elements without using tools or at least only using simple tools and without using much time. The quick release ele¬ ments may be specially designed for the application in question. The quick release may for instance be in the form of a knee joint element, an eccentric, a wedge element, a screw and nut element, a screw and wing nut element or any of the mentioned elements in combination with a keyhole and bolt element. The quick release elements may be equipped with lever. Parts such as end zones of the support beams and/or beam elements may be truncated or rounded in order to achieve a beam/element which can be handled in a confined space such as inside a reactor or other type of vessel.
The present support beam may be completely or partly assem¬ bled before installation in the vessel. Alternatively the various parts of the support beam may be assembled inside the vessel whereby the present invention allows the assem- bly and installation of support beams in vessels which are not practically and/or easily accessible to traditional beams .
One or more of the present support beam may be arranged for example in reactors, distillation or absorption towers, or other types of equipment. The reactor may for example be a hydroprocessing reactor, a methanol or ammonia reactor. Support beams are ubiquitous in industrial processes. For example they are used in distillation or absorption towers, in various processes, such as in refineries, CO2 absorp¬ tion, methanol absorption, etc.
In the following the invention is further described with reference to the accompanying drawings. The drawings are examples illustrating some but not all features and embodi¬ ments of the present support beam and are not to be con¬ strued to be limiting to the invention.
Fig. 1 shows a reactor section 1 arranged with four support beams 2. The reactor section has a roundgoing reactor support ring la (please note that it could also be resting on support brackets instead of a heavy support ring) on the inner surface on which the support beams are resting. Two support beams 2a are arranged to be fixed off centre in the reactor and two support beams 2b are arranged to be fixed in the centre region of the reactor. Each support beam com- prises two beam elements 3 and locking means 4 in form of a bolt and nut system. Each support beam/element also com¬ prises means for lifting 5 the assembled beam and/or indi¬ vidual beam element. In the present example these means for lifting are simple through going holes, but could also e.g. be loops. Each beam element is arranged with means for sup¬ porting in relation to the reactor in form of a protruding section 6 in each end of the beam element. The support beams 2 are arranged to support a number of catalyst grids (not shown) by a long going low shoulder 7 arranged near the lower surface of the support beams.
Fig. 2 shows a beam element 3 arranged to form part of a support beam arranged off centre in the reactor. The beam element 3 is arranged to form a support beam together with at least one, two or more other beam elements of similar or different type. In the present setup the intended position in the reactor results in that the protruding flaps 6 has an angle of more than 90deg with respect to the long side 8a having the shoulder 7. Similarly the end side 9 is an- gled in order for the protruding flap and end side to best possibly follow the curvature of the inner reactor wall (not shown) and rest on the reactor support ring. In the present example part of the end zones 15 of the beam ele¬ ment are truncated as this makes the beam element and/or assembled support beam easier to handle e.g. easier turn around inside a defined space such as a reactor. Fig. 3 shows a beam element 3 arranged to form part of a support beam fixed in the centre region of the reactor. In the present setup the intended position in the reactor re¬ sults in that the protruding flaps 6 has an angle of ap- proximately 90deg with respect to the long side 8a having the lower shoulder 7. Similarly the end side 9 is only slightly angled in order for the protruding flap and end surface 9 to best possibly follow the curvature of the in¬ ner reactor wall (not shown) .
Fig. 4a shows a cross section of a support beam 2 having two beam elements 3 and a though going locking means 10 in form of a simple bolt 10a and nut 10b. The distance between the first and second long side surface 8 is indicated by D. Fig. 4b shows how the effective length L of the locking means is defined.
The two beam elements are arranged parallelly with one long side of one beam element facing a long side of the other beam element thereby defining a contact plane P.
The surface normal N of one, two or more contact planes P in a support beam according to the present application is preferably perpendicular or at least substantially perpen- dicular to the gravity indicated by arrow g when arranged in a vessel such as a reactor.
Fig. 5 shows a support beam 2 having two beam elements 3 each having a top side 11a which together form a support beam top surface 11. The top surface 11 is covered by a simple cover 12 in form of a bend metal sheet. Fig. 6 shows an embodiment of a support beam comprising three beam elements of a first 3a and second 3b type. The second type here being thicker than the first type. Fig. 7a - 7c shows three exemplary setups of support beams. Fig. 7a shows a slightly exploded view of an embodiment with a partly hollow centre beam element 3a. Fig. 7b shows a support beam where the top sides of the beam elements are not in the same level forming a stepped support beam top surface 11. Fig. c shows an embodiment with not identical first 3a and second 3b beam element, wherein the cover 12 is an integrated part of the first beam element 3a.
Fig. 8 shows how one type of beam element is used as base material/stress bearing part onto which a cladding 13 in form of an weld-overlay or metal sheet cover which will protect the base material from the hazardous environment is added. In case of the metal sheet cover it could be made as with a final cover 12 which is seal-welded during installa- tion on the top and bottom of the beam assembly. The clad¬ ding can be the same on all four surfaces, may cover only one or more surfaces or alternatively one or more surfaces may be covered by a metal sheet cover while one or more surfaces are covered by a weld overlay.
Fig. 9 shows how two beam elements are arranged in a U shaped clamp 14. One or more U shaped clamps may be ar¬ ranged at one or more points along the length of the sup¬ port beam, for example the U clamps can be arranged at or near the reactor wall to support the support beam. The U shaped clamp may additionally or alternatively be used as locking means holding the beam elements together. In case the U shaped clamp forms part of support means supporting the beam elements e.g. near the beam wall the U clamp may be used to assist the assembly of the support beam as the beam elements may be slid into the U clamp one by one thereby both holding the beams elements together and sup¬ porting them from below. The U clamp (s) may be releasable or permanently attached to the support beam, reactor wall and/or reactor support ring etc.

Claims

Claims
1. A vessel support beam comprising two or more beam ele¬ ments wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam ele¬ ments are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface.
. Vessel support beam according to claim 1, wherein said vessel is a reactor, distillation or absorption towers, the reactor may for example be a hydroprocessing reactor, a methanol or ammonia reactor.
3. Vessel support beam according to any of the preceding claims, wherein at least two beam elements are ar- ranged parallelly with one long side of one beam ele¬ ment facing a long side of the other beam element thereby defining a contact plane P and where the sur¬ face normal N of the contact plane P is at least sub¬ stantially perpendicular to the gravity g.
Vessel support beam according to any of the preceding claims, wherein one or more of the beam elements com¬ prises means for fastening and/or supporting the support beam and/or beam element in a vessel.
Vessel support beam according to any of the preceding claims, wherein at least one of the beam elements is massive and/or wherein one or more of the beam ele¬ ments comprises one or more sections with reduced ma¬ terial thickness or density.
6. Vessel support beam according to any of the preceding claims, wherein the top sides of the beam elements to¬ gether form a reactor support beam top surface.
7. Vessel support beam according to any of the preceding claims comprising cover means for covering at least part of the reactor support beam top surface.
. Vessel support beam according to any of the preceding claims, comprising means for locking at least two of the beam elements together.
Vessel support beam according to any of the preceding claims, wherein the means for locking the beam ele¬ ments together comprises through going holes in the beam elements and connecting means for passing through said through going holes and/or wherein the means for locking the beam elements together comprises one or more U- clamps.
10. Vessel support beam according to any of the pre¬ ceding claims, wherein the U-clamp furthermore is ar¬ ranged to support a support beam in a vessel.
11. Vessel support beam according to any of the pre¬ ceding claims, wherein the means for locking the beam elements together are arranged at least in the centre section and/or at the end zones of the long sides of the beam elements.
12. Vessel support beam according to any of the pre¬ ceding claims, wherein the effective length of some or each of the connecting means are longer than the distance between the first and second long side surface in an initial configuration of the reactor support beam.
13. Vessel support beam according to any of the pre¬ ceding claims, wherein the support beam is made of one or more metals.
14. Vessel support beam according to any of the pre¬ ceding claims, wherein the one or more beam elements has one or more truncated zones.
15. Vessel comprising at least one support beam ac¬ cording to claim 1 - 14.
16. Vessel according to claim 15 wherein said vessel is a reactor, distillation or absorption towers, the reactor may for example be a hydroprocessing reactor, a methanol or ammonia reactor.
EP15726903.6A 2014-05-23 2015-05-22 Multiple element support beam Withdrawn EP3145633A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
IN1370DE2014 2014-05-23
DKPA201400687 2014-11-27
PCT/EP2015/061392 WO2015177342A1 (en) 2014-05-23 2015-05-22 Multiple element support beam

Publications (1)

Publication Number Publication Date
EP3145633A1 true EP3145633A1 (en) 2017-03-29

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Country Status (6)

Country Link
US (1) US10246875B2 (en)
EP (1) EP3145633A1 (en)
CN (2) CN106132526B (en)
BR (1) BR112016022695B1 (en)
EA (1) EA034752B1 (en)
WO (1) WO2015177342A1 (en)

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Also Published As

Publication number Publication date
US10246875B2 (en) 2019-04-02
WO2015177342A1 (en) 2015-11-26
CN106132526A (en) 2016-11-16
BR112016022695A2 (en) 2017-10-17
EA034752B1 (en) 2020-03-17
EA201692366A1 (en) 2017-05-31
CN106132526B (en) 2020-02-11
BR112016022695B1 (en) 2020-12-08
CN205084717U (en) 2016-03-16
US20180094433A1 (en) 2018-04-05

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